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Energy consumption type rolling stone protection system and energy consumption type rolling stone protection system design method

A technology of protection system and design method, applied in protection equipment, construction, etc., can solve the problems of steel column damage, failure to achieve protection, uneven load, etc.

Active Publication Date: 2017-11-07
INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, both theoretical analysis and engineering practice have shown that ordinary passive protective nets have the following technical defects: First, the metal flexible net has more than enough flexibility but insufficient strength, and it is often damaged by one-time direct breakdown when facing the impact of high-speed and high-energy rolling stones; On the one hand, falling stones impact on the steel column, and the steel column will be directly damaged due to insufficient strength of the steel column; Transmission of uneven loads to the steel column often leads to twisting and damage of the steel column on one side due to the large bending-torsion action, which fails to achieve the expected protective effect; the third is that the metal flexible mesh and the decompression ring are non-modular production components , when the flexible net is punctured and damaged, the overall protective structure is completely paralyzed, and the protective net needs to be completely removed during maintenance, which is complicated and wastes resources

Method used

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  • Energy consumption type rolling stone protection system and energy consumption type rolling stone protection system design method
  • Energy consumption type rolling stone protection system and energy consumption type rolling stone protection system design method
  • Energy consumption type rolling stone protection system and energy consumption type rolling stone protection system design method

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Experimental program
Comparison scheme
Effect test

Embodiment 1

[0121] Such as figure 1 As shown, an energy-consuming rolling stone protection system is processed.

[0122] figure 1 It is a schematic diagram of the structure of the energy-consuming rolling stone protection system; figure 2 It is a schematic diagram of the structure of the energy dissipation panel. The energy-dissipative rolling stone protection system is arranged with a mountain slope where rolling stones occur, and includes two-stage energy-dissipating structures, the first-stage energy-dissipating structure is an energy-dissipating plate device 1, and the second-stage energy-dissipating structure is an energy-dissipating piston device 2; The energy-dissipating panel device 1 includes an energy-dissipating panel 11 arranged facing the slope. The energy-dissipating panel 11 is fixed in the rolling stone impact area through a hinged frame 12. The energy-dissipating panel 11 is a metal grid frame 111 filled with an energy-dissipating material block monomer. 112; the ener...

Embodiment 2

[0128] Using the design method of the present invention, the design of the specifications of the energy-dissipating panel 11 in Embodiment 1 is completed.

[0129] The energy-dissipating material block unit 112 adopts a quadrangular prism structure, the bottom surface is a square with a side length B, and a thickness Z.

[0130] Step S1. Obtain basic data

[0131] Investigate the site of the disaster site, collect data on kinematic parameters such as the diameter, speed, and direction of the rolling stone, and determine the characteristic diameter D of the rolling stone after data analysis 85 = 4m, characteristic impact velocity v 85 =12m / s. The rolling stone density ρ = 2500kg / m is determined by field sampling and laboratory tests 3 .

[0132] The energy-dissipating material block is made of foamed aluminum, and it is determined by the uniaxial compression test: the yield platform stress of the energy-dissipating material block is σ y =960kPa, Yield platform strain ε of ...

Embodiment 3

[0139] Adopt the design method of the present invention, continue to complete the piston cylinder 22 length 1 in the embodiment one on the basis of the embodiment two 0 the design of.

[0140] Supplementary completion of the determination of the following parameters: In this embodiment, according to the occurrence of disasters in this area and the protection range of each single body, it is determined that the energy-consuming material block monomer 112 filled in the metal grid frame 111 is based on a single layer of 3× 4 ways to arrange, a total of n = 12. Determine the number N=10 of the piston and cylinder 22 in the energy-consuming piston device 2 according to the topographical conditions of the disaster site, and the bottom area S of the piston and cylinder 22 0 =7m 2 . Measure to determine the maximum diameter D of the rolling stone in the limit max =10m, maximum impact velocity v max =24m / s. Determine the tensile strength σ of the piston and cylinder according to ...

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Abstract

The invention discloses an energy consumption type protection system. The product is arranged on the slope surface of a massif where rolling stone happens. The energy consumption type protection system comprises two levels of energy consumption structures. The first-level energy consumption structure is an energy consumption plate device, and the second-level energy consumption structure is an energy consumption piston device. The energy consumption plate device comprises an energy consumption panel facing the slope aspect, the energy consumption panel is fixed to a rolling stone impact area through a hinge frame, and the energy consumption panel is formed in the manner that a metal grid frame is filled with energy consumption material block single bodies. The energy consumption panel is connected with a piston rod of the energy consumption piston device through an inhaul cable. A piston air cylinder of the energy consumption piston device is fixed to the non-rolling-stone impact area, and the piston air cylinder is provided with a vent valve. According to the system, different energy consumption principles are comprehensively adopted for acting, and the overall energy consumption efficiency is high. The invention further provides an energy consumption type protection system design method. In cooperation with the design method, a standard part can be adopted in the system for designing and machining, the field construction speed is high, the project quality is easy to control, the energy consumption type protection system and the energy consumption type protection system design method can be applied to alpine and gorge regions where construction is hard through a traditional structure, and rescue and relief work is convenient.

Description

technical field [0001] The invention relates to a structure of a rolling stone protection system and a design method thereof, in particular to an energy-consuming protective structure and a design method thereof for preventing and controlling mountainous slope rolling stone disasters, belonging to the fields of disaster prevention and control engineering in mountainous areas and road and bridge engineering. Background technique [0002] The construction of traffic routes needs to go through mountainous areas. Road construction in these areas involves a lot of slope excavation and support problems, and the problems of dangerous rock collapse and rolling stones on the slope are prominent. Especially in accident-prone areas, a large number of rolling stones and falling rocks often damage the road or even injure lives, causing accidents and blocking emergency rescue. There are two types of protection against rolling stones, one is active protection, which prevents rolling stones...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01F7/04
CPCE01F7/045
Inventor 吴永武旺明何思明王东坡孙新坡祝其丽
Owner INST OF MOUNTAIN HAZARDS & ENVIRONMENT CHINESE ACADEMY OF SCI
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